ITER / SPARC / DEMO COIL METROLOGY • MICRO-STRAIN < 500 με HUD
Tokamak Toroidal Field Coil Strain & Deflection Calculator
Simulate dynamic structural bending, peak out-of-plane deflection, and micro-strain on D-shaped and planar superconducting tokamak magnets under road transport accelerations.
Magnet & Dynamics Parameters
Configure coil geometry, support points, and road shock loads.
Coil Mass (Metric Tons):
320 T
150T (SPARC TF)
320T (ITER TF)
600T (DEMO PF)
Coil Major Span / Height (Meters):
17.0 m
10.0m (TF Small)
17.0m (ITER TF D-shape)
32.0m (PF Ring)
Support Grillage Contact Shoes:
8 Points
4 Points
8 Points (Standard)
24 Points (Radial Spider)
Vertical Road Dynamic G-Shock:
0.18 G
0.05G (Smooth Air-Ride)
0.18G (Typical SPMT)
0.50G (Pothole Impact)
Transverse Centrifugal Accel:
0.08 G
0.02G (Slow Crawl)
0.08G (Standard Curve)
0.30G (Emergency Steer)
Metrology Telemetry
Structural Strain & Deflection HUD
SAFE • < 500 με COMPLIANT
Peak Micro-Strain (ε)
248 με
49.6% of Critical Limit
Mid-Span Deflection (δ)
1.42 mm
Out-of-Plane Sag
Dynamic Bending Moment
842 kNm
Between Support Shoes
Epoxy Delamination Margin:
2.01x Safety Factor
0 με (Rest)
250 με (Nominal)
500 με (Critical Quench Limit)
• FEA RECOMMENDATION FOR ACTIVE CONVOY:
Support arrangement provides adequate stiffness. Dynamic shock level is within acceptable envelope for vacuum-pressure impregnated resin insulation. Maintain convoy velocity ≤ 4.0 km/h on highway and ≤ 1.5 km/h on rail/culvert transitions.
ASTM / IEEE P1800 • ITER Vacuum Metrology Std
Exspeedite Nuclear Telemetry
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